JP2019044391A - Column base hardware and construction method of column base hardware - Google Patents

Column base hardware and construction method of column base hardware Download PDF

Info

Publication number
JP2019044391A
JP2019044391A JP2017166373A JP2017166373A JP2019044391A JP 2019044391 A JP2019044391 A JP 2019044391A JP 2017166373 A JP2017166373 A JP 2017166373A JP 2017166373 A JP2017166373 A JP 2017166373A JP 2019044391 A JP2019044391 A JP 2019044391A
Authority
JP
Japan
Prior art keywords
mortar
base plate
column
base
foundation
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2017166373A
Other languages
Japanese (ja)
Other versions
JP6960601B2 (en
Inventor
宏二 砂田
Koji Sunada
宏二 砂田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Panasonic Intellectual Property Management Co Ltd
Original Assignee
Panasonic Intellectual Property Management Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Panasonic Intellectual Property Management Co Ltd filed Critical Panasonic Intellectual Property Management Co Ltd
Priority to JP2017166373A priority Critical patent/JP6960601B2/en
Publication of JP2019044391A publication Critical patent/JP2019044391A/en
Application granted granted Critical
Publication of JP6960601B2 publication Critical patent/JP6960601B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Foundations (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

To provide a column base hardware which can be constructed so that mortar provided below can be accommodated well, and to provide a construction method of the column base hardware.SOLUTION: Column base hardware 1 is installed on a foundation 2 via adjustment mortar 6 and supports a columns 20 and it includes: a base plate-like part 10 placed on the adjustment mortar; a receiving plate-like part 13 which is provided being separated so as to be located on the upper side of the base plate-like part, and on which a lower end 21 of the column is placed; and a connection part 16 for connecting these base plate-like part and the receiving plate-like part. On the base plate-like part, a plurality of through-holes or a plurality of cutout-like recesses 12 are provided for constituting an injection part 19 of mortar 8 filled between a form 18 provided on the foundation so as to surround the periphery of the base plate-like part and the adjustment mortar.SELECTED DRAWING: Figure 1

Description

本発明は、柱を支持する柱脚金物及びこの柱脚金物の施工方法に関する。   The present invention relates to a column base supporting a column and a method of installing the column base.

従来より、基礎と柱との間に介在され、柱を支持する柱脚金物が知られている。
例えば、下記特許文献1には、基板と起立板と柱脚支持板とを備えた柱脚金物が開示されている。この柱脚金物は、所定の設置レベルとなるように基板の下にモルタルを介在させて設置される。
2. Description of the Related Art A pedestal supported between a foundation and a column and supporting the column is known.
For example, Patent Document 1 below discloses a column base equipped with a substrate, a standing plate and a column support plate. The pedestal is installed with a mortar interposed under the substrate so as to reach a predetermined installation level.

特開平11−172767号公報JP 11-172767 A

しかしながら、上記特許文献1に記載された柱脚金物では、基板の下のモルタルを基板の外郭形状に合わせた形状にし難く、更なる改善が望まれる。   However, in the pedestal described in Patent Document 1, it is difficult to make the mortar under the substrate conform to the outer shape of the substrate, and further improvement is desired.

本発明は、上記実情に鑑みてなされたものであり、下方側に設けられるモルタルを納まり良く施工し得る柱脚金物及びこの柱脚金物の施工方法を提供することを目的としている。   The present invention has been made in view of the above-mentioned circumstances, and an object of the present invention is to provide a column base material capable of receiving a mortar provided on the lower side and constructing it well and a method of installing the column base material.

上記目的を達成するために、本発明に係る柱脚金物は、基礎上に調整モルタルを介して設置され、柱を支持する柱脚金物であって、前記調整モルタル上に載置されるベース板状部と、該ベース板状部の上方側に位置するように離間して設けられ、前記柱の下端が載置される受板状部と、これらベース板状部と受板状部とを接続する接続部と、を備えており、前記ベース板状部には、該ベース板状部の周囲を囲むように前記基礎上に設けられる型枠と前記調整モルタルとの間に充填されるモルタルの注入部を構成する複数の貫通孔または複数の切欠状凹部が設けられていることを特徴とする。   In order to achieve the above object, a pillar base according to the present invention is a pillar base which is installed on a foundation via an adjustment mortar and supports the column, and a base plate placed on the adjustment mortar , And a receiving plate which is spaced apart from the base plate so that the lower end of the pillar is placed, and the base plate and the receiving plate. And a connection portion to be connected, the mortar being provided in the base plate portion between the formwork provided on the foundation so as to surround the periphery of the base plate portion and the adjustment mortar. A plurality of through holes or a plurality of cutouts forming the injection portion are provided.

また、上記目的を達成するために、本発明に係る柱脚金物の施工方法は、本発明に係る柱脚金物の施工方法であって、基礎上に調整モルタルを施工する工程と、該調整モルタル上に前記柱脚金物を設置する工程と、該柱脚金物のベース板状部を囲むように前記基礎上に型枠を設置する工程と、該型枠と前記調整モルタルとの間に、前記注入部を介してモルタルを注入して充填する工程と、を備えていることを特徴とする。   Further, in order to achieve the above object, the method of installing a column base according to the present invention is a method of installing a column base according to the present invention, which includes the step of constructing an adjustment mortar on a foundation, and the adjustment mortar Installing the column base on the base, installing a mold on the foundation so as to surround the base plate-like portion of the base, and between the mold and the adjustment mortar, Injecting and filling mortar through the injection part.

本発明に係る柱脚金物及びこの柱脚金物の施工方法は、上述のような構成としたことで、下方側に設けられるモルタルを納まり良く施工することができる。   With the pillar base material according to the present invention and the construction method of the pillar base material, the mortar provided on the lower side can be stored well and constructed by using the above-described configuration.

(a)は、本発明の一実施形態に係る柱脚金物の一例を模式的に示す概略斜視図、(b)は、同柱脚金物を施工した状態を模式的に示す一部を省略した一部破断概略斜視図である。(A) is a schematic perspective view which shows typically an example of the pillar basement which concerns on one Embodiment of this invention, (b) has abbreviate | omitted the part which shows the state which applied the column basement typically. It is a partially broken schematic perspective view. (a)は、同柱脚金物の概略正面図、(b)は、同柱脚金物の概略平面図、(c)は、同柱脚金物の概略側面図(左側面図)、(d)は、同柱脚金物の概略底面図である。(A) is a schematic front view of the column footing, (b) is a schematic plan view of the column footing, (c) is a schematic side view of the column footing (left side view), (d) Is a schematic bottom view of the same pillar footings. (a)〜(d)は、同柱脚金物の施工方法の一例を模式的に示し、(a)、(b)(d)は、概略正面図、(c)は、(b)におけるX−X線矢視に対応させた一部破断概略横断面図である。(A)-(d) show typically an example of the construction method of the pillar footings, (a), (b) (d) is a schematic front view, (c) is X in (b) It is a partially broken schematic cross-sectional view made to respond | correspond to-X-ray arrow. (a)、(b)は、同柱脚金物を施工した状態をそれぞれ模式的に示す概略正面図である。(A), (b) is a schematic front view which each shows typically the state which constructed the pillar footings.

以下に本発明の実施の形態について、図面に基づいて説明する。
なお、一部の図では、他図に付している詳細な符号の一部を省略している。また、図2では、背面図は正面図と同一であるので省略し、右側面図は左側面図と同一であるので省略している。
また、以下の実施形態では、本実施形態に係る柱脚金物が設置された状態を基準として上下方向等の方向を説明する。
Hereinafter, embodiments of the present invention will be described based on the drawings.
In some of the drawings, some of the detailed reference numerals attached to the other drawings are omitted. Further, in FIG. 2, the rear view is omitted because it is the same as the front view, and the right side view is omitted because it is the same as the left view.
Moreover, in the following embodiments, the directions such as the vertical direction will be described on the basis of the state in which the pedestal according to the present embodiment is installed.

図1〜図4は、本実施形態に係る柱脚金物及びこの柱脚金物の施工方法の一例を模式的に示す図である。
本実施形態に係る柱脚金物1は、図1及び図3(a)に示すように、基礎2上に調整モルタル6を介して設置され、柱20を支持する構成とされている。
基礎2は、上階と下階との間や、地盤上に設けられたスラブ(コンクリートスラブ)でもよい。また、基礎2は、屋内に設けられたものでもよく、屋外に設けられたものでもよい。この基礎2には、図3(a)に示すように、アンカーボルト3,3が上方側に向けて突出するように設けられている。図例では、後記する柱脚金物1のボルト挿通孔11,11に応じた位置となるように、二本のアンカーボルト3,3を基礎2に設けた例を示している。これらアンカーボルト3,3は、下端側部位が基礎2に埋め込まれ、軸方向を上下方向に沿わせて配されている。
1-4 is a figure which shows typically an example of the pillar basement concerning this embodiment, and the construction method of this pillar basement.
The column base 1 according to the present embodiment is installed on a foundation 2 via an adjustment mortar 6 and configured to support a column 20, as shown in FIGS. 1 and 3A.
The foundation 2 may be a slab (concrete slab) provided between the upper floor and the lower floor or on the ground. The foundation 2 may be provided indoors or may be provided outdoors. As shown in FIG. 3A, anchor bolts 3 are provided on the foundation 2 so as to project upward. In the illustrated example, an example is shown in which two anchor bolts 3 are provided on the base 2 so as to be at positions corresponding to the bolt insertion holes 11 of the column base 1 to be described later. The lower end side portions of the anchor bolts 3 are embedded in the base 2, and the anchor bolts 3 are arranged along the axial direction in the vertical direction.

柱20は、本実施形態では、例えば、構造用集成材等の木質系材料から形成された木製とされ、長手方向に見た形状(横断面形状)が略方形状(図例では、略正方形状)とされている。この柱20の寸法(横断面形状の一辺の寸法)は、一般的な管柱と同程度の寸法(例えば、100mm〜120mm程度)でもよく、これよりも大きな寸法(例えば、150mm以上、好ましくは180mm以上)としてもよく、250mm以下としてもよい。このように柱20を150mm角以上の大断面形状とすれば、耐荷重性を向上させることができ、例えば、柱20を独立柱的に設置するような場合に隣り合う柱20間の寸法を大きくすることができ、比較的に大きな空間を形成することができる。   In the present embodiment, the pillars 20 are, for example, wood made of a wood-based material such as structural laminated wood, and the shape (cross-sectional shape) seen in the longitudinal direction is substantially square (in the illustrated example, substantially square) It is considered as The dimension of the column 20 (the dimension of one side of the cross sectional shape) may be the same as that of a general tubular column (for example, about 100 mm to 120 mm), or larger than this (for example, 150 mm or more, preferably It may be 180 mm or more, or may be 250 mm or less. When the pillars 20 have a large cross-sectional shape of 150 mm square or more, the load resistance can be improved. For example, when the pillars 20 are installed as independent pillars, the dimensions between the adjacent pillars 20 are set. It can be made large and can form a relatively large space.

また、柱20の下端21には、下方側に向けて開口する凹部22が設けられている。この凹部22は、本実施形態では、スリット状とされている。また、この凹部22は、柱20の下端21の第1方向に向く両側面間の略中央部に位置するように、かつ該第1方向に直交する第2方向に貫通するように設けられている。
また、柱20の下端21には、ピン差込穴23が設けられている。このピン差込穴23は、柱20の下端21の第1方向に向く両側面のうちの少なくとも一方の側面において開口するように、かつ上記した凹部22に連通するように第1方向に沿って形成されている。本実施形態では、柱20の下端21に、第2方向に間隔を空けて2つのピン差込穴23,23を設けた構成としている。これらピン差込穴23,23は、柱20の下端21を、第1方向に貫通して設けられたものでもよい。
Further, the lower end 21 of the pillar 20 is provided with a recess 22 which opens downward. The recess 22 is slit-shaped in this embodiment. Further, the recess 22 is provided at a substantially central portion between both side surfaces of the lower end 21 of the pillar 20 facing in the first direction, and penetrates in a second direction orthogonal to the first direction. There is.
Further, at the lower end 21 of the column 20, a pin insertion hole 23 is provided. The pin insertion hole 23 is opened along at least one of the side surfaces of the lower end 21 of the lower end of the column 20 facing the first direction and along the first direction so as to communicate with the recess 22 described above. It is formed. In this embodiment, two pin insertion holes 23 and 23 are provided at the lower end 21 of the pillar 20 at intervals in the second direction. These pin insertion holes 23 and 23 may penetrate the lower end 21 of the pillar 20 in the first direction.

この柱20及び柱脚金物1は、種々の箇所に施工可能であるが、例えば、図4(a)では、図示省略の立ち上がり基礎部分に適宜の土台を介して設けられた床材28の下方側の空間(床下空間)に柱脚金物1を設置した例を示している。この例では、基礎2上に、適宜の間隔で大引26を支持する束材(鋼製束)25を配置し、土台及び大引26上に床下地としての根太27を設け、根太27上に床材28を設けた例を示している。また、柱20の下端21を囲むように床材28を配し、柱20の第1方向または第2方向の両側面に、壁体を構成する壁材29,29を固定し、壁体と床材28との入隅部に巾木30,30を設けた例を示している。   Although this pillar 20 and the pillar base 1 can be installed in various places, for example, in FIG. 4 (a), the lower side of the floor material 28 provided via a suitable foundation on a rising foundation portion not shown. The example which installed the pillar base 1 in the space (under-floor space) of the side is shown. In this example, a bundle material (steel bundle) 25 supporting the large pulls 26 is disposed on the foundation 2 at appropriate intervals, and a joist 27 as a floor base is provided on the foundation and the large pull 26. Shows an example in which a floor material 28 is provided. Further, the floor material 28 is disposed so as to surround the lower end 21 of the column 20, and the wall materials 29, 29 constituting the wall are fixed to both side surfaces of the column 20 in the first direction or the second direction. An example is shown in which baseboards 30 and 30 are provided at the corner with the floor material 28.

また、図4(b)では、基礎2上に薄シート状の床材28Aを設け、この床材28A上に後記する柱状モルタル9を介して柱脚金物1を設置した例を示している。また、壁体を構成する壁材29,29を、柱脚金物1及び柱状モルタル9の一部を覆うように柱20の両側面に固定した例を示している。また、上記と概ね同様、壁体と床材28Aとの入隅部に巾木30,30を設けた例を示している。なお、床面を構成する床材28Aを設けた態様に代えて、打ち放し状のコンクリート仕上面を床面としてもよい。
また、柱20及び柱脚金物1の施工態様としては、このような施工態様に限られず、例えば、柱20が壁体の下地を構成せずに、独立柱的に施工されるようなものでもよく、その他、種々の施工態様の採用が可能である。
Moreover, in FIG.4 (b), the example which provided thin-sheet-like flooring 28A on the foundation 2, and installed the pillar base 1 via the columnar mortar 9 later mentioned on this flooring 28A is shown. Moreover, the example which fixed the wall materials 29 and 29 which comprise a wall to the both sides | surfaces of the pillar 20 so that a part of the pillar base 1 and the columnar mortar 9 may be covered is shown. Moreover, the example which provided the baseboards 30 and 30 in the entrance corner part of the wall body and the floor material 28A is shown substantially the same as the above. In addition, it is good also as a floor surface in place of the aspect provided with the floor material 28A which comprises a floor surface, and the concrete-like surface in the shape of a shot is made.
Moreover, as a construction aspect of the column 20 and the column base 1, it is not restricted to such a construction aspect, For example, even if a pillar 20 is constructed independently as a pillar, without comprising the foundation of a wall. Besides, it is possible to adopt various construction modes.

柱脚金物1は、図1及び図3(a)に示すように、調整モルタル6上に載置されるベース板状部10を備えている。調整モルタル6は、図3(c)に示すように、平面視した形状がベース板状部10の平面視した形状よりも小さくなるように設けられる。つまり、調整モルタル6は、平面視してベース板状部10内に納まるように設けられる。また、図例では、調整モルタル6を、平面視して略円形状とし、アンカーボルト3,3が貫通する位置となるように設けた例を示している。
ベース板状部10は、上下方向に厚さ方向を沿わせて配される略平板状とされている。このベース板状部10には、図3(b)、(c)に示すように、ベース板状部10の周囲を囲むように基礎2上に設けられる型枠18と調整モルタル6との間に充填されるモルタル8の注入部19を構成する複数の貫通孔または複数の切欠状凹部12が設けられている。
The pedestal 1 is provided with a base plate portion 10 placed on the adjustment mortar 6 as shown in FIGS. 1 and 3 (a). The adjustment mortar 6 is provided such that the shape in plan view is smaller than the shape in plan view of the base plate-like portion 10, as shown in FIG. 3 (c). That is, the adjustment mortar 6 is provided so as to be accommodated in the base plate portion 10 in plan view. Moreover, in the example of a figure, the planar view of the adjustment mortar 6 is made into substantially circular shape, and the example provided so that it may become a position which the anchor bolts 3 and 3 penetrate is shown.
The base plate-like portion 10 is substantially in the form of a flat plate disposed along the thickness direction in the vertical direction. As shown in FIGS. 3 (b) and 3 (c), the base plate 10 is provided between the mold 18 provided on the foundation 2 and the adjustment mortar 6 so as to surround the periphery of the base plate 10. A plurality of through holes or a plurality of notched recesses 12 constituting the injection portion 19 of the mortar 8 to be filled in are provided.

本実施形態では、このベース板状部10を、平面視して略多角形状とし、各隅部に注入部19を構成する切欠状凹部12を設けた構成としている。また、ベース板状部10を、柱20の横断面形状に対応させて平面視して略方形状(図例では、略正方形状)としている。つまり、ベース板状部10の四隅に注入部19,19,19,19を構成する切欠状凹部12,12,12,12を設けた構成としている。このベース板状部10の一辺の寸法(第1方向に沿う寸法及び第2方向に沿う寸法)は、柱20の一辺の寸法よりも僅かに小さい寸法(例えば、数mm程度小さい寸法)とされている(図1(b)及び図2(a)、(c)参照)。   In this embodiment, the base plate-like portion 10 is substantially polygonal in plan view, and is provided with the notch-like concave portion 12 constituting the injection portion 19 at each corner. Further, the base plate-like portion 10 is substantially square (in the example of the figure, substantially square) in plan view in correspondence with the cross-sectional shape of the column 20. That is, at the four corners of the base plate 10, notches 12, 12, 12, 12 constituting the injection parts 19, 19, 19, 19 are provided. The dimension of one side (the dimension along the first direction and the dimension along the second direction) of the base plate-like portion 10 is a dimension slightly smaller than the dimension of one side of the column 20 (for example, a dimension smaller than several mm) (See FIG. 1 (b) and FIGS. 2 (a) and 2 (c)).

これら切欠状凹部12,12,12,12は、調整モルタル6の周囲に充填されるモルタル8を注入する注入具7の先端形状等に応じて、適宜の形状とされたものでもよい。図例では、ベース板状部10の四隅に、C面取状に切欠状凹部12,12,12,12を設けた例を示している。つまり、ベース板状部10の四周を囲むように型枠18を設けた状態では、ベース板状部10の切欠状凹部12,12,12,12と型枠18の入隅とによって平面視して略直角三角形状の注入部19,19,19,19が形成される。なお、切欠状凹部12としては、C面取状とされたものに限られず、平面視して略V字状や略U字状等に切欠状とされたものでもよい。
これら切欠状凹部12,12,12,12によって構成される注入部19,19,19,19のうちの少なくとも一つを介してモルタル8を注入すれば、調整モルタル6の周囲にモルタル8が充填される。このモルタル8が硬化すれば、ベース板状部10の下方側に、後記するように柱状モルタル9が形成される(図3(d)参照)。
These cutouts 12, 12, 12, 12 may be of any suitable shape depending on the shape of the tip of the injection tool 7 into which the mortar 8 filled around the adjustment mortar 6 is injected. In the example of the figure, the example which provided notch-shaped recessed part 12, 12, 12, 12 in C chamfer shape at four corners of the base plate-like-part 10 is shown. That is, in a state where the mold 18 is provided so as to surround the four circumferences of the base plate 10, the planar view is made by the notches 12, 12, 12, 12 of the base plate 10 and the inside corner of the mold 18. Thus, injection portions 19, 19, 19 and 19 having a substantially right triangle shape are formed. The notch-shaped recess 12 is not limited to the C-chamfered shape, and may have a substantially V-shape or a substantially U-shape or the like in a plan view.
The mortar 8 is filled around the adjustment mortar 6 by injecting the mortar 8 through at least one of the injection portions 19, 19, 19, 19 constituted by the notch-like concave portions 12, 12, 12, 12. Be done. When the mortar 8 hardens, a columnar mortar 9 is formed on the lower side of the base plate portion 10 as described later (see FIG. 3D).

また、ベース板状部10には、図2(d)及び図3(a)に示すように、アンカーボルト3,3が挿通されるボルト挿通孔11,11が厚さ方向に貫通して設けられている。本実施形態では、ベース板状部10に、複数のボルト挿通孔11,11を設けた構成としている。図例では、ベース板状部10に、平面視して、対角線上に位置するように、2つのボルト挿通孔11,11を設けた例を示している。これらボルト挿通孔11,11は、同対角線上に位置するように設けられた切欠状凹部12,12よりも、ベース板状部10の中心側に位置するように設けられている。
柱脚金物1は、図3(c)、(d)に示すように、ベース板状部10のボルト挿通孔11,11に挿通されたアンカーボルト3,3に、ナット5をねじ合わせて柱状モルタル9(調整モルタル6)上に固定される。図例では、ベース板状部10上に座金4を介在させてアンカーボルト3,3にナット5をねじ合わせた例を示している。
なお、ベース板状部10に、3つ以上のボルト挿通孔11を設けた構成としてもよい。この場合は、ボルト挿通孔11の個数に応じた個数のアンカーボルト3を基礎2に設けた構成としてもよい。
Further, as shown in FIGS. 2 (d) and 3 (a), bolt insertion holes 11, 11 through which the anchor bolts 3, 3 are inserted are provided in the base plate portion 10 so as to penetrate in the thickness direction. It is done. In the present embodiment, the base plate portion 10 is configured to have a plurality of bolt insertion holes 11, 11. In the illustrated example, an example is shown in which two bolt insertion holes 11 and 11 are provided in the base plate portion 10 so as to be located diagonally in plan view. These bolt insertion holes 11 and 11 are provided so as to be located closer to the center side of the base plate portion 10 than the notch-like concave portions 12 and 12 provided to be located on the same diagonal line.
As shown in FIGS. 3 (c) and 3 (d), the column metal fitting 1 has a columnar shape in which the nut 5 is screwed to the anchor bolts 3 and 3 inserted into the bolt insertion holes 11 and 11 of the base plate portion 10. It is fixed on mortar 9 (adjustment mortar 6). In the illustrated example, an example in which the washer 4 is interposed on the base plate portion 10 and the nut 5 is screwed to the anchor bolts 3 is shown.
The base plate portion 10 may be configured to have three or more bolt insertion holes 11. In this case, the base 2 may be provided with the anchor bolts 3 in a number corresponding to the number of the bolt insertion holes 11.

また、柱脚金物1は、ベース板状部10の上方側に位置するように離間して設けられ、柱20の下端21が載置される受板状部13と、これらベース板状部10と受板状部13とを接続する接続部16と、を備えている。
受板状部13は、上下方向に厚さ方向を沿わせて配される略平板状とされている。本実施形態では、受板状部13は、ベース板状部10と概ね同様、平面視して略方形状(図例では、略正方形状)とされている。本実施形態では、この受板状部13の各隅部に、上記のような切欠状凹部を設けずに、この受板状部13の各隅部を、ベース板状部10の各隅部よりも角張った形状としている(図2(b)、(d)参照)。図例では、受板状部13の各隅部に比較的に小さな面取部を設けた例を示している。
この受板状部13の一辺の寸法(第1方向に沿う寸法及び第2方向に沿う寸法)は、上記したベース板状部10の一辺の寸法と略同寸法とされている。
また、本実施形態では、この受板状部13に、柱20の下端21の凹部22に差し込まれる差込部14を設けた構成としている。
Also, the pedestal 1 is spaced apart so as to be located on the upper side of the base plate portion 10, and the receiving plate portion 13 on which the lower end 21 of the column 20 is placed, and these base plate portions 10 And a connecting portion 16 for connecting the receiving plate portion 13 with each other.
The receiving plate-like portion 13 is substantially in the form of a flat plate disposed along the thickness direction in the vertical direction. In the present embodiment, the receiving plate-like portion 13 has a substantially square shape (in the example of the figure, a substantially square shape) in plan view in substantially the same manner as the base plate-like portion 10. In the present embodiment, each corner of the receiving plate 13 is not formed at each corner of the receiving plate 13, but each corner of the receiving plate 13 is formed by each corner of the base plate 10. It has a more angular shape (see FIGS. 2 (b) and (d)). In the illustrated example, a relatively small chamfered portion is provided at each corner of the receiving plate 13.
The dimension of one side of the receiving plate 13 (the dimension in the first direction and the dimension in the second direction) is substantially the same as the dimension of one side of the base plate 10 described above.
Further, in the present embodiment, the receiving plate 13 is provided with the insertion portion 14 to be inserted into the recess 22 of the lower end 21 of the column 20.

差込部14は、受板状部13の上面から上方側に向けて突出するように設けられている。この差込部14は、柱20の凹部22に対応させて第1方向に厚さ方向を沿わせて配される略平板状とされ、受板状部13の第1方向略中央部に位置するように設けられている。また、図例では、この差込部14を、受板状部13の第2方向の全体に亘って設けずに、受板状部13の第2方向の略中央部に位置するように設けた例を示している。
また、この差込部14には、厚さ方向となる第1方向に貫通するように、ピン挿通孔15,15が設けられている。本実施形態では、柱20の下端21に設けられたピン差込穴23,23に対応させて、差込部14に2つのピン挿通孔15,15を設けた構成としている。これらピン挿通孔15,15は、差込部14を柱20の下端21の凹部22に差し込んだ状態で、第1方向に見て柱20の下端21のピン差込穴23,23に重なり合う位置となるように設けられている。
The insertion portion 14 is provided so as to project upward from the upper surface of the receiving plate 13. The insertion portion 14 is substantially flat and disposed along the thickness direction in the first direction to correspond to the recess 22 of the column 20, and is positioned substantially at the center of the receiving plate 13 in the first direction. It is provided to do. Further, in the illustrated example, the insertion portion 14 is provided so as to be located at a substantially central portion in the second direction of the receiving plate 13 without providing the inserting portion 14 in the entire second direction of the receiving plate 13. An example is shown.
In addition, pin insertion holes 15 and 15 are provided in the insertion portion 14 so as to penetrate in the first direction which is the thickness direction. In the present embodiment, two pin insertion holes 15 are provided in the insertion portion 14 in correspondence to the pin insertion holes 23 provided in the lower end 21 of the column 20. The pin insertion holes 15 and 15 overlap with the pin insertion holes 23 and 23 of the lower end 21 of the column 20 when viewed in the first direction with the insertion portion 14 inserted into the recess 22 of the lower end 21 of the column 20 It is provided to be

柱20の下端21と柱脚金物1とは、柱脚金物1の差込部14を柱20の下端21の凹部22に差し込み、ピン差込穴23,23を介してピン挿通孔15,15に差し込まれた接合具を構成するピン(ドリフトピン)24,24(図2(c)参照)によって接合される。なお、柱20の下端21と柱脚金物1とは、2本のピン24,24によって接合されるものに限られず、1本または3本以上のピン24によって接合されるものでもよい。この場合は、ピン差込穴23及びピン挿通孔15の個数や位置等を適宜、変形するようにすればよい。また、差込部14としては、略平板状とされたものに限られず、柱状や筒状、ピン状等とされたものでもよい。この場合は、柱20の凹部22を適宜、変形するようにすればよい。また、柱20の下端21と柱脚金物1の受板状部13(差込部14)とを、接着剤等を併用して接合するようにしてもよい。   The lower end 21 of the column 20 and the column base 1 insert the insertion portion 14 of the column base 1 into the recess 22 of the lower end 21 of the column 20, and the pin insertion holes 15, 15 via the pin insertion holes 23, 23. Are joined by pins (drift pins) 24 and 24 (see FIG. 2 (c)) which constitute a connector inserted into the. The lower end 21 of the column 20 and the column base 1 are not limited to those joined by the two pins 24 and 24, but may be joined by one or three or more pins 24. In this case, the number and positions of the pin insertion holes 23 and the pin insertion holes 15 may be appropriately modified. Further, the insertion portion 14 is not limited to a substantially flat plate shape, but may be a columnar shape, a cylindrical shape, a pin shape or the like. In this case, the recess 22 of the column 20 may be appropriately deformed. Further, the lower end 21 of the column 20 and the receiving plate portion 13 (insertion portion 14) of the column metal fitting 1 may be joined together using an adhesive or the like.

接続部16は、本実施形態では、略水平方向に厚さ方向を沿わせて配される複数の縦板状部17を備えている。また、複数の縦板状部17を、柱20の軸心直下から放射状に延出するように設けた構成としている。また、縦板状部17を、柱20の軸心直下から4方向に延出するように設けた構成としている。また、第1方向に延出する縦板状部17,17を、第2方向の略中央部に位置するように設け、第2方向に延出する縦板状部17,17を、第1方向の略中央部に位置するように設けた構成としている。つまり、平面視して、略十字状となるように、4つの縦板状部17,17,17,17を設けた構成としている。
また、これら縦板状部17,17,17,17は、延出方向の先端面が受板状部13及びベース板状部10の四周の端面と略同一平面状となるように設けられている。このような構成とすれば、型枠18の内周面を、ベース板状部10の四周の端面に加え、これら縦板状部17,17,17,17の先端面に当接または近接させることができ、柱脚金物1に対する型枠18の位置合わせ性を向上させることができる。
The connection part 16 is provided with several vertical plate-like-part 17 distribute | arranged along the thickness direction in a substantially horizontal direction in this embodiment. Further, a plurality of vertical plate-like portions 17 are provided so as to radially extend from immediately below the axial center of the column 20. Further, the vertical plate-like portion 17 is provided so as to extend in four directions from immediately below the axial center of the column 20. In addition, longitudinal plate-like portions 17, 17 extending in the first direction are provided to be located substantially at the center of the second direction, and longitudinal plate-like portions 17, 17 extending in the second direction are It is set as the structure provided so that it may be located in the approximate center part of the direction. That is, four vertical plate-like parts 17, 17, 17, 17 are provided in a substantially cross shape in plan view.
Further, the vertical plate-like portions 17, 17, 17 and 17 are provided so that the end faces in the extending direction are substantially flush with the end faces of the receiving plate-like portion 13 and the four rounds of the base plate-like portion 10. There is. With such a configuration, the inner peripheral surface of the mold 18 is added to the end faces of the four rounds of the base plate 10, and the end faces of these vertical plates 17, 17, 17 and 17 are brought into contact or approached. It is possible to improve the alignment of the form 18 with respect to the pedestal 1.

また、これら縦板状部17,17,17,17の上下方向に沿う寸法は、ナット5の締結作業性やモルタル8を注入する際の作業性の観点や、強度上の観点等から適宜の寸法としてもよい。図例では、これら縦板状部17,17,17,17の上下方向に沿う寸法を、受板状部13及びベース板状部10の一辺の寸法よりも小さい寸法とした例を示している。
また、これら縦板状部17,17,17,17は、一体的に形成されたものでもよく、適宜、溶接等によって互いに固定されたものでもよい。また、これら縦板状部17,17,17,17のうちの第2方向に延びる縦板状部17,17に一体的に差込部14を設け、受板状部13に設けられた貫通孔に差込部14を挿通させた構成としてもよい。また、これら縦板状部17,17,17,17の上端部及び下端部は、受板状部13及びベース板状部10のそれぞれに溶接等によって固定されたものでもよい。
Further, the dimensions along the vertical direction of the vertical plate-like portions 17, 17, 17 and 17 are appropriate from the viewpoint of the fastening workability of the nut 5 and the workability at the time of injecting the mortar 8, It may be dimensioned. In the illustrated example, the dimension along the vertical direction of the vertical plate-like portions 17, 17, 17, 17 is set to be smaller than the dimension of one side of the receiving plate-like portion 13 and the base plate-like portion 10. .
The vertical plate-like portions 17, 17, 17 and 17 may be integrally formed, or may be fixed to each other by welding or the like as appropriate. Moreover, the insertion part 14 is integrally provided in the vertical plate-like parts 17 and 17 extended in the 2nd direction among these vertical plate-like parts 17, 17, 17, and the penetration provided in the receiving plate-like part 13. The insertion portion 14 may be inserted into the hole. Further, upper end portions and lower end portions of the vertical plate-like portions 17, 17, 17, 17 may be fixed to each of the receiving plate-like portion 13 and the base plate-like portion 10 by welding or the like.

また、これら縦板状部17,17,17,17、上記した受板状部13及びベース板状部10の厚さ寸法は、強度上の観点等から適宜の寸法としてもよく、例えば、5mm〜15mm程度としてもよい。図例では、受板状部13及びベース板状部10の厚さ寸法を互いに略同寸法とし、これらの厚さ寸法を縦板状部17,17,17,17の厚さ寸法よりも大とした例を示しているが、このような態様に限られない。
また、当該柱脚金物1は、適宜の鋼材から形成された金属製とされている。この柱脚金物1は、表面に亜鉛メッキ処理等の適宜の防錆処理が施されたものでもよい。
In addition, the thickness dimensions of these vertical plate-like portions 17, 17, 17, 17 and the above-mentioned receiving plate-like portion 13 and base plate-like portion 10 may be an appropriate dimension from the viewpoint of strength etc. It may be about 15 mm. In the illustrated example, the thickness dimensions of the receiving plate-like portion 13 and the base plate-like portion 10 are substantially equal to each other, and the thickness dimensions thereof are larger than the thickness dimensions of the vertical plate-like portions 17, 17, 17, 17 Although an example is shown, the present invention is not limited to such an embodiment.
Further, the pillar base 1 is made of metal made of an appropriate steel material. The support base 1 may be subjected to appropriate anticorrosion treatment such as zinc plating on the surface.

次に、本実施形態に係る柱脚金物1の施工方法の一例について説明する。
本実施形態に係る柱脚金物1の施工方法は、図3(a)に示すように、基礎2上に調整モルタル6を施工する工程を備えている。この調整モルタル6は、柱20(柱脚金物1)の設置高さが所定のレベルとなるように、その上面レベルを調整しながら施工するようにしてもよい。また、この調整モルタル6は、基礎2上に設けられた適宜の型枠に未硬化のモルタルを充填して形成するようにしてもよく、比較的に固めに練られた固練りモルタルを基礎2上に載置して形成するようにしてもよい。
また、同施工方法は、調整モルタル6上に柱脚金物1を設置する工程を備えている。調整モルタル6が硬化すれば、アンカーボルト3,3をベース板状部10のボルト挿通孔11,11に挿通させて柱脚金物1を設置する。
Next, an example of the construction method of the pillar base 1 which concerns on this embodiment is demonstrated.
The construction method of the column base 1 according to the present embodiment includes the step of constructing the adjustment mortar 6 on the foundation 2 as shown in FIG. 3 (a). The adjustment mortar 6 may be constructed while adjusting the upper surface level so that the installation height of the column 20 (column base 1) becomes a predetermined level. In addition, this adjustment mortar 6 may be formed by filling an uncured mortar in an appropriate form frame provided on the foundation 2, and the foundation mortar 2 may be formed of a solid mortar relatively hardened. It may be placed on top and formed.
Moreover, the construction method includes the step of installing the column base 1 on the adjustment mortar 6. When the adjustment mortar 6 is hardened, the anchor bolts 3 are inserted into the bolt insertion holes 11 of the base plate portion 10, and the pedestal 1 is set.

また、同施工方法は、図3(b)、(c)に示すように、柱脚金物1のベース板状部10を囲むように基礎2上に型枠18を設置する工程を備えている。図例では、型枠18を、略四角筒状に一体的に形成されたものとした例を示しているが、複数の板材を適宜のクランプ等によって緊結して略四角筒状に構成されたものとしてもよい。また、型枠18は、モルタル8を注入する注入具7を、柱脚金物1の受板状部13の下方側に差し込み可能なように、その上端面が受板状部13よりも低い位置となるように適宜の高さ寸法とされたものでもよい。なお、このように型枠18を設置する前に、または型枠18を設置してモルタル8を注入する前に、アンカーボルト3,3にナット5,5をねじ合わせて柱脚金物1を調整モルタル6上に固定するようにしてもよい。また、このように柱脚金物1を固定した後に、柱脚金物1に対して柱20の下端21を接合し、柱20を立設するようにしてもよい。   Further, as shown in FIGS. 3 (b) and 3 (c), the same construction method includes a step of installing a mold 18 on the foundation 2 so as to surround the base plate-like portion 10 of the column base 1 . In the illustrated example, an example in which the mold frame 18 is integrally formed into a substantially square cylindrical shape is shown, but a plurality of plate members are tightened by an appropriate clamp or the like to be configured into a substantially square cylindrical shape. It is good also as things. Further, the position of the upper end surface of the mold 18 is lower than that of the receiving plate 13 so that the injection tool 7 for injecting the mortar 8 can be inserted below the receiving plate 13 of the pedestal 1. The height dimension may be set to be appropriate. In addition, before installing the formwork 18 in this way, or before installing the formwork 18 and injecting the mortar 8, adjust the column base 1 by screwing the nuts 5 and 5 onto the anchor bolts 3. It may be fixed on the mortar 6. Further, after the pedestal 1 is fixed in this manner, the lower end 21 of the pillar 20 may be joined to the pedestal 1 and the pillar 20 may be erected.

また、同施工方法は、図3(c)に示すように、型枠18と調整モルタル6との間に、注入部19を介してモルタル8を注入して充填する工程を備えている。このモルタル8は、適宜の注入具7を用い、複数の注入部19(切欠状凹部12)のうちの少なくとも一つを介して注入するようにしてもよい。例えば、一つの注入部19を介してモルタル8を注入し、この注入部19の対角線上に位置する注入部19においてモルタル8の充填度合を確認しながら注入するようにしてもよい。
そして、モルタル8が硬化すれば、適宜、型枠18を取り外すようにしてもよい。これにより、ベース板状部10の下方側には、型枠18の内周形状に応じた略四角柱状の柱状モルタル9が形成される。この柱状モルタル9の一辺の寸法(第1方向に沿う寸法及び第2方向に沿う寸法)は、ベース板状部10の一辺の寸法と略同寸法または僅かに大きい寸法とされる。
なお、上記施工手順は、一例に過ぎず、各部材の機能を阻害しない限りにおいて別手順で行うようにしてもよく、その他、種々の変形が可能である。
Further, as shown in FIG. 3C, the construction method includes a step of injecting and filling the mortar 8 between the form 18 and the adjustment mortar 6 via the injection portion 19. The mortar 8 may be injected using at least one of the plurality of injection portions 19 (notched recess 12) using an appropriate injection tool 7. For example, mortar 8 may be injected through one injection portion 19, and injection may be performed while confirming the filling degree of mortar 8 in injection portions 19 located on the diagonal of the injection portion 19.
And if mortar 8 hardens, you may make it remove form 18 suitably. As a result, on the lower side of the base plate portion 10, a columnar mortar 9 having a substantially square prism shape corresponding to the inner peripheral shape of the mold 18 is formed. The dimension of one side of the columnar mortar 9 (the dimension in the first direction and the dimension in the second direction) is substantially equal to or slightly larger than the dimension of one side of the base plate-like portion 10.
In addition, the said construction procedure is only an example, and as long as it does not inhibit the function of each member, you may make it carry out by another procedure, In addition, a various deformation | transformation is possible.

本実施形態に係る柱脚金物1及びこの柱脚金物1の施工方法は、上述のような構成としたことで、下方側に設けられるモルタル(柱状モルタル)9を納まり良く施工することができる。
つまり、柱脚金物1は、調整モルタル6上に載置されるベース板状部10と、柱20の下端21が載置される受板状部13と、これらベース板状部10と受板状部13とを接続する接続部16と、を備えている。従って、柱脚金物1を介して基礎2上に柱20を立設することができる。
また、ベース板状部10に、ベース板状部10の周囲を囲むように基礎2上に設けられる型枠18と調整モルタル6との間に充填されるモルタル8の注入部19を構成する複数の貫通孔または複数の切欠状凹部12を設けている。従って、ベース板状部10の周囲を囲む型枠18と調整モルタル6との間に、注入部19を介してモルタル8を注入して充填させることができる。これにより、ベース板状部10の下方側に形成される柱状モルタル9をベース板状部10の外郭形状(型枠18の内周形状)に応じた形状にすることができる。つまり、ベース板状部10の下方側に形成される柱状モルタル9が平面視して柱20の外側に突出したり、内側に大きく凹んだりするようなことを抑制することができる。
With the construction of the column base 1 and the column base 1 according to the present embodiment, the mortar (columnar mortar) 9 provided on the lower side can be installed well and constructed by using the above-described configuration.
That is, the column base 1 comprises the base plate portion 10 placed on the adjustment mortar 6, the receiving plate portion 13 on which the lower end 21 of the column 20 is placed, and the base plate portion 10 and the receiving plate And a connecting portion 16 for connecting the third portion 13. Therefore, the pillar 20 can be erected on the foundation 2 via the pedestal 1.
Further, a plurality of injection portions 19 of mortar 8 to be filled between the mold 18 provided on the foundation 2 and the adjustment mortar 6 so as to surround the periphery of the base plate 10 in the base plate 10. A through hole or a plurality of cutouts 12 are provided. Therefore, the mortar 8 can be injected and filled between the formwork 18 surrounding the periphery of the base plate portion 10 and the adjustment mortar 6 via the injection portion 19. As a result, the columnar mortar 9 formed on the lower side of the base plate 10 can be shaped according to the outer shape of the base plate 10 (the inner circumferential shape of the mold 18). That is, it is possible to suppress that the columnar mortar 9 formed on the lower side of the base plate portion 10 projects in the plan view and protrudes to the outside of the column 20 or is largely recessed inside.

また、複数の注入部19が設けられるので、いずれかの注入部19から注入すれば、他の注入部19が空気抜き孔として機能し、型枠18と調整モルタル6との間に中空部が形成されるようなことを抑制することができる。
また、ベース板状部10にモルタル8の注入部19を構成する貫通孔または切欠状凹部12を設けた構成としているので、モルタル注入用の特殊な座金等を別途に設ける必要がなく、構造の簡略化を図ることができる。
In addition, since a plurality of injection parts 19 are provided, when injected from any injection part 19, the other injection parts 19 function as air vent holes, and a hollow part is formed between the formwork 18 and the adjustment mortar 6. It is possible to control what is done.
Further, since the through-hole or notch-shaped recess 12 constituting the injection portion 19 of the mortar 8 is provided in the base plate portion 10, it is not necessary to separately provide a special washer or the like for mortar injection. Simplification can be achieved.

また、本実施形態では、ベース板状部10を、平面視して略多角形状とし、かつ各隅部に注入部19を構成する切欠状凹部12を設けた構成としている。従って、各隅部のうちの少なくとも一つの切欠状凹部12を介してモルタル8を注入して充填させることができる。これにより、調整モルタル6が比較的に型枠18に近接して設けられているような場合にも、注入部19として貫通孔を設けたものや、辺部の途中部位に切欠状凹部12を設けたものと比べて、調整モルタル6の周囲、特に、型枠18の入隅部へのモルタル8の充填性を向上させることができる。   Further, in the present embodiment, the base plate portion 10 has a substantially polygonal shape in a plan view, and is provided with the notch-shaped concave portion 12 constituting the injection portion 19 at each corner. Thus, the mortar 8 can be injected and filled via at least one notch 12 of each corner. Thereby, even when the adjustment mortar 6 is provided relatively close to the formwork 18, one provided with a through hole as the injection part 19 or the notch-like concave part 12 in the middle part of the side part Compared with what was provided, the filling property of the mortar 8 to the circumference | surroundings of the adjustment mortar 6, especially the entering corner part of the formwork 18 can be improved.

なお、ベース板状部10の各隅部に注入部19を構成する切欠状凹部12を設けた構成に代えて、例えば、対角線上に位置する一対の隅部に注入部19を構成する切欠状凹部12を設けた構成としてもよい。また、ベース板状部10の隅部に注入部19を構成する切欠状凹部12を設けた構成に代えて、辺部の途中部位等に注入部19を構成する切欠状凹部12を設けた構成等としてもよい。また、注入部19を構成する切欠状凹部12を設けた構成に代えて、または加えて、注入部19を構成する貫通孔をベース板状部10の端部等に設けた構成としてもよい。   It should be noted that instead of the configuration in which the notch-like concave portion 12 constituting the injection portion 19 is provided at each corner portion of the base plate portion 10, for example, the notch shape constituting the injection portion 19 at a pair of corner portions located diagonally The recess 12 may be provided. Further, instead of the configuration in which the notch-like concave portion 12 constituting the injection portion 19 is provided at the corner of the base plate-like portion 10, the notch-like concave portion 12 constituting the injection portion 19 is provided It may be as well. Further, instead of or in addition to the configuration in which the notch-like concave portion 12 configuring the injection portion 19 is provided, a through hole configuring the injection portion 19 may be provided in an end portion or the like of the base plate portion 10.

また、本実施形態では、ベース板状部10及び受板状部13を、平面視して略方形状とした例を示しているが、このような形状に限られず、他の多角形状や略円形状等とされたものでもよく、その他、種々の形状とされたものでもよい。
また、本実施形態では、接続部16を、平面視して略十字状に縦板状部17,17,17,17を設けた構成とした例を示しているが、このような構成に限られない。接続部16としては、例えば、平行状等に互いに離間して設けられた複数の縦板状部17を備えたものや、柱状または筒状とされたものでもよく、その他、種々の構成とされたものでもよい。本実施形態に係る柱脚金物1の各部の具体的な構成は、上記したような構成に限られず、その他、種々の変形が可能である。
Moreover, in this embodiment, although the example which made the base plate-like part 10 and the receiving plate-like part 13 planarly viewed and made substantially square shape is shown, it is not restricted to such a shape, Other polygonal shape or substantially It may be in a circular shape or the like, or may be in various shapes.
Further, in the present embodiment, the connection portion 16 is configured to have the vertical plate-like portions 17, 17, 17 and 17 in a substantially cross shape in plan view, but the present invention is limited to such a configuration. I can not. The connection portion 16 may be, for example, one provided with a plurality of vertical plate-like portions 17 provided in parallel or the like and separated from each other, or one having a columnar or cylindrical shape, and various other configurations. It may be The specific configuration of each part of the column base 1 according to the present embodiment is not limited to the above-described configuration, and various modifications are possible.

1 柱脚金物
10 ベース板状部
12 切欠状凹部
13 受板状部
16 接続部
18 型枠
19 注入部
20 柱
21 下端
2 基礎
6 調整モルタル
8 モルタル
DESCRIPTION OF SYMBOLS 1 Column base metal 10 Base plate-like part 12 Notched recessed part 13 Receiving plate-like part 16 Connection part 18 Formwork 19 Injection | pouring part 20 pillar 21 Lower end 2 Foundation 6 Adjustment mortar 8 mortar

Claims (3)

基礎上に調整モルタルを介して設置され、柱を支持する柱脚金物であって、
前記調整モルタル上に載置されるベース板状部と、該ベース板状部の上方側に位置するように離間して設けられ、前記柱の下端が載置される受板状部と、これらベース板状部と受板状部とを接続する接続部と、を備えており、
前記ベース板状部には、該ベース板状部の周囲を囲むように前記基礎上に設けられる型枠と前記調整モルタルとの間に充填されるモルタルの注入部を構成する複数の貫通孔または複数の切欠状凹部が設けられていることを特徴とする柱脚金物。
A pedestal that is installed on the foundation via adjustment mortar and supports columns,
A base plate-like portion placed on the adjustment mortar, a receiving plate-like portion spaced apart from the base plate-like portion so as to be positioned above the base plate-like portion, and a lower end of the column being placed And a connecting portion connecting the base plate portion and the receiving plate portion;
In the base plate-like portion, a plurality of through-holes constituting a pouring portion of mortar filled between a mold provided on the foundation so as to surround the periphery of the base plate-like portion and the adjustment mortar or A pedestal according to the present invention, characterized in that a plurality of notched recesses are provided.
請求項1において、
前記ベース板状部は、平面視して略多角形状とされ、かつ各隅部に前記注入部を構成する切欠状凹部を設けた構成とされていることを特徴とする柱脚金物。
In claim 1,
The said base plate-like part is planarly viewed and made substantially polygonal shape, and it is set as the structure which provided the notch-shaped recessed part which comprises the said injection | pouring part in each corner.
請求項1または2に記載の柱脚金物の施工方法であって、
基礎上に調整モルタルを施工する工程と、該調整モルタル上に前記柱脚金物を設置する工程と、該柱脚金物のベース板状部を囲むように前記基礎上に型枠を設置する工程と、該型枠と前記調整モルタルとの間に、前記注入部を介してモルタルを注入して充填する工程と、を備えていることを特徴とする柱脚金物の施工方法。
It is a construction method of the column footings of Claim 1 or 2, Comprising:
A step of constructing an adjustment mortar on a foundation, a step of placing the pillar base on the adjustment mortar, a step of placing a formwork on the foundation so as to surround a base plate-like portion of the pillar base And injecting the mortar between the formwork and the adjustment mortar via the injection part and filling the mortar with the formwork.
JP2017166373A 2017-08-31 2017-08-31 Column base hardware and construction method of this column base hardware Active JP6960601B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017166373A JP6960601B2 (en) 2017-08-31 2017-08-31 Column base hardware and construction method of this column base hardware

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017166373A JP6960601B2 (en) 2017-08-31 2017-08-31 Column base hardware and construction method of this column base hardware

Publications (2)

Publication Number Publication Date
JP2019044391A true JP2019044391A (en) 2019-03-22
JP6960601B2 JP6960601B2 (en) 2021-11-05

Family

ID=65815646

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017166373A Active JP6960601B2 (en) 2017-08-31 2017-08-31 Column base hardware and construction method of this column base hardware

Country Status (1)

Country Link
JP (1) JP6960601B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7425585B2 (en) 2019-12-02 2024-01-31 センクシア株式会社 Pillar base hardware

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4924648A (en) * 1989-03-09 1990-05-15 Simpson Strong-Tie Company, Inc. Standoff timber base connection
JPH10169010A (en) * 1996-12-11 1998-06-23 Toatsu:Kk Base of column fixing method and grout filing device using this method
JPH11172767A (en) * 1997-12-16 1999-06-29 Sekisui House Ltd Column base metal fitting and joining structure for column base with footing
JP2000008483A (en) * 1998-06-24 2000-01-11 Ishikawa Koyo Baseplate fixing device
JP2000204676A (en) * 1999-01-18 2000-07-25 Sekisui House Ltd Column base hardware and structure for joining column base with foundation
JP2001123530A (en) * 1999-10-26 2001-05-08 Daiken Trade & Ind Co Ltd Column-leg joint fittings and joint construction for building
JP2006125043A (en) * 2004-10-28 2006-05-18 Sekisui House Ltd Structure for joining column material and column base metal fitting together
JP2008196121A (en) * 2007-02-08 2008-08-28 Shoji Matsuzawa Grout form for column base of building, and its installation method

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4924648A (en) * 1989-03-09 1990-05-15 Simpson Strong-Tie Company, Inc. Standoff timber base connection
JPH10169010A (en) * 1996-12-11 1998-06-23 Toatsu:Kk Base of column fixing method and grout filing device using this method
JPH11172767A (en) * 1997-12-16 1999-06-29 Sekisui House Ltd Column base metal fitting and joining structure for column base with footing
JP2000008483A (en) * 1998-06-24 2000-01-11 Ishikawa Koyo Baseplate fixing device
JP2000204676A (en) * 1999-01-18 2000-07-25 Sekisui House Ltd Column base hardware and structure for joining column base with foundation
JP2001123530A (en) * 1999-10-26 2001-05-08 Daiken Trade & Ind Co Ltd Column-leg joint fittings and joint construction for building
JP2006125043A (en) * 2004-10-28 2006-05-18 Sekisui House Ltd Structure for joining column material and column base metal fitting together
JP2008196121A (en) * 2007-02-08 2008-08-28 Shoji Matsuzawa Grout form for column base of building, and its installation method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7425585B2 (en) 2019-12-02 2024-01-31 センクシア株式会社 Pillar base hardware

Also Published As

Publication number Publication date
JP6960601B2 (en) 2021-11-05

Similar Documents

Publication Publication Date Title
US20190226210A1 (en) Beam-column connection structure and method for forming the same
US9863113B2 (en) Steel pipe socket and method of connecting steel pipe pile and steel pipe column using the same
KR101301030B1 (en) Structures and method for seismic strengthening of masonry walls using a pressure plate
JP6611302B2 (en) Seismic isolation device installation structure
JP2017150248A (en) Foundation structure for solar panel
KR101750177B1 (en) Punching shear stiffening member of cutting bridge type and method for constructing footing using of the same
JP2019044391A (en) Column base hardware and construction method of column base hardware
JP6057579B2 (en) Seismic isolation device support structure and construction method of seismic isolation device support structure
JP2009280985A (en) Structure for connecting pile and column together
KR20190032824A (en) Joint of PC column using steel block
JP6632290B2 (en) Steel column leg structure and steel column leg construction method
JP6849491B2 (en) Exposed column base structure of steel columns and its construction method
JP2018145699A (en) Structure and method for joining column and beam together
JP3671344B2 (en) Joint structure between foundation pile and column base and its construction method
JP7473467B2 (en) Facility Foundation Structure
JP6802675B2 (en) Beam-column joining method and joint member
JP2005306445A (en) Lateral wall members for pre-cast pc tank and joint structure between lateral wall members and bottom plate
JP6435218B2 (en) Fixing method of joint steel frame in composite structure, construction method and joint structure of joint, anchor bolt fixing jig
JP2021195834A (en) Column base anchor structure, trestle, and design method for column base anchor structure
JP2021173023A (en) Construction method of anchor bolt and box-removing form used in the method
JP2020012330A (en) Building foundation block
JP7315151B2 (en) About the connection structure of wooden members
JP7165548B2 (en) Seismic isolation foundation structure and its construction method
JP7270816B2 (en) Seismic isolation upper foundation structure fabrication method and foundation structure fabrication method
JP6842296B2 (en) Foundation structure

Legal Events

Date Code Title Description
RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20171002

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20200217

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20210120

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20210202

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210330

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20210511

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210709

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20210921

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20210924

R151 Written notification of patent or utility model registration

Ref document number: 6960601

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R151